CN106013225B - Six layers of circular traffic, pipe gallery and sponge Urban Underground Complex - Google Patents
Six layers of circular traffic, pipe gallery and sponge Urban Underground Complex Download PDFInfo
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- CN106013225B CN106013225B CN201610449616.6A CN201610449616A CN106013225B CN 106013225 B CN106013225 B CN 106013225B CN 201610449616 A CN201610449616 A CN 201610449616A CN 106013225 B CN106013225 B CN 106013225B
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
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Abstract
The present invention provides six layers of circular traffic, pipe gallery and sponge Urban Underground Complex, including lower floor's station wagon dedicated bay, upper strata station wagon dedicated bay, bilge tank, rainwater cabin, electric compartment, combustion gas cabin, anti-explosion safety cabin, rainwater-collecting and interim storage cabin, reserved space, people's row cabin, single-sided arrangement pipe gallery cabin, lower floor's traffic emergent evacuation cabin, upper strata traffic emergent evacuation cabin, low-risk pipe gallery cabin, the reserved cabin of pipe gallery；Antiseepage protective layer is set outside circular cross section concrete shell；The cross section vertical axis of circular cross section concrete shell sets vertical load-bearing ddividing wall；5 layers of load-bearing level board are set inside circular cross section concrete shell, and lower two layers are arranged to pipe gallery bearing soleplate, are arranged to underground traffic bearing soleplate middle two layers, and the superiors are arranged to pipe gallery bearing soleplate；The present invention is advantageous to increase the investment of public product, pulls social capital input, makes the new power of economic development, becomes extensive style as intensive, solid mode.
Description
Technical field
The invention belongs to Impacts Evaluation of Urban Tunnel engineering field and urban operating mechanism technical field, more particularly to six layers of circular friendship
Logical, pipe gallery and sponge Urban Underground Complex.
Background technology
Urban transportation is built like a raging fire at present, as country is pushed further into pipe gallery, sponge Urban strategy, China
Big and medium-sized cities will start the new round climax of underground engineering construction, and due to the scarcity of the underground space, to collection, " Urban Underground is comprehensive
The demand of the Urban Underground Complex in conjunction piping lane, Urban Underground expressway, urban underground construction space " is huge.
The exploitation and construction of the Japanese and American-European underground space maintain the leading position, and advocate at first and propose underground city and city
The synthesization of city's underground space and three-dimensional utility strategies, nineteen ninety propose Tokyo Declaration：The Devoting Major Efforts To Developing underground space, start people
Class new cave period, International Tunnelling Association in 2010 expand to tunnel and underground space association and declared：21 century is underground
The century in space.
To marking international metropolis, become extensive style, stand large flat bread urban development pattern as intensive, solid mode, to underground
Want space；Break through urban land, air, water source, per capita greenery patches, the constraint of the resource environment such as city space, the energy, environment total amount；
Sea, greening deficiency, real estate finance transition, old town are seen to traffic congestion, air dirt, noise pollution, visual pollution, city
The urban disease that vigor decline etc. causes life carries out comprehensive improvement；Change made in China is cultivated leading in the world high-end into Created in China
Industry cluster.
Cities of Foreign Countries underground space development is with a long history, combines commercial facility with Large Underground transport hub more and stops
Parking lot, melt underground space synthesis type presentation of a variety of traffic forms in one.In the world, Japan and America and Europe are empty in underground
Between exploitation and construction maintain the leading position, advocate at first and propose synthesization and the solid in underground city and urban underground space
Change utility strategies.Totally see, including the underground space synthesis of multiple transportation modes or multiple functions has when many national
Occur, but there is not yet collection " Urban Underground pipe gallery, Urban Underground expressway, urban underground construction space " Urban Underground
Synthesis type.Therefore, there is an urgent need to develop underground space synthesis, national green building and the strategy of sustainable development are adapted to.
The content of the invention
The present invention provides six layers of circular traffic, pipe gallery and sponge Urban Underground Complex, and with this, to solve, " traffic is gathered around
The World Cities development problem of stifled, sponge city, pipe gallery " integration, save construction investment and make " people on the ground,
Thing and car are in underground " green ecological ideal city provide technical scheme.
To achieve these goals, the technical solution adopted in the utility model is：Six layers of circular traffic, pipe gallery and sea
Continuous Urban Underground Complex, it is characterised in that：Including lower floor's station wagon dedicated bay, upper strata station wagon dedicated bay, sewage
Cabin, rainwater cabin, electric compartment, combustion gas cabin, anti-explosion safety cabin, rainwater-collecting and interim storage cabin, reserved space, people's row cabin,
Single-sided arrangement pipe gallery cabin, lower floor's traffic emergent evacuation cabin, upper strata traffic emergent evacuation cabin, low-risk pipe gallery cabin
, pipe gallery reserve cabin, circular cross section concrete shell, antiseepage protective layer, vertical load-bearing ddividing wall, pipe gallery load-bearing
Bottom plate, underground traffic bearing soleplate, pipe gallery partition wall, security isolation wall, anti-collision wall, natural gas blast resistance construction layer,
Housing pier, web, flange plate, circumferential rib, class rectangle cavity, trough plate connecting bolt, narrow end pier bottom seat, wide end pier
Top surface, pier body are faced directly, pier body installation inclined-plane；
The circular cross section concrete shell is provided in round water-proof concrete shell, the circular cross section concrete-shell
Antiseepage protective layer is provided with outside body；The cross section vertical axis of the circular cross section concrete shell, which is provided with, vertically holds
Weight ddividing wall；
5 layers of load-bearing level board are set from bottom to top inside the circular cross section concrete shell, and lower two layers are arranged to
Pipe gallery bearing soleplate, is arranged to underground traffic bearing soleplate middle two layers, and the superiors are arranged to pipe gallery load-bearing bottom
Plate；5 layers of load-bearing level board, vertical load-bearing ddividing wall and circular cross section concrete shell collectively form transverse and longitudinal and interlocked
Space-load lattice circular cross section concrete shell；Circular cross section concrete shell is separated into two semicircles；
Bottom inside the circular cross section concrete shell is first layer, and the first layer is provided with two class triangles
Shape cabin, two class triangle cabins are using vertical load-bearing ddividing wall as axial symmetry, and one is arranged to dirty in described two class triangle cabins
Water tank；Another in described two class triangle cabins is arranged to rainwater cabin, can also use nacelle as storm sewer, the dirt
Sewage conduct is provided with water tank, storm sewer, the circle of bilge tank and rainwater the cabin surrounding are provided with the rainwater cabin
Section concrete shell, vertical load-bearing ddividing wall, pipe gallery bearing soleplate are made of water-proof concrete material；
The second layer is provided with the first layer, the second layer is provided with four cabins, set between every adjacent cabin
Pipe gallery partition wall is equipped with, the side of the vertical load-bearing ddividing wall is provided with electric compartment, the opposite side of the electric compartment
It is provided with rainwater-collecting and interim storage cabin；The opposite side of the vertical load-bearing ddividing wall is provided with combustion gas cabin；The combustion gas
Anti-explosion safety cabin is provided with cabin, the anti-explosion safety cabin may be configured as individually separating cabin, can also increase inside combustion gas cabin
If replaceable explosion-proof hanging plate, the opposite side in the combustion gas cabin is provided with reserved space；
The reserved space, circular cross section concrete shell, the pipe gallery that rainwater-collecting encloses out of my cabin with interim storage are held
Weight bottom plate, pipe gallery partition wall are made of water-proof concrete plate material；
Third layer is provided with the second layer, third layer is provided with four cabins, set between every adjacent cabin
Pipe gallery partition wall is equipped with, the vertical load-bearing ddividing wall both sides are provided with single-sided arrangement pipe gallery cabin, the unilateral cloth
The opposite side for putting pipe gallery cabin sets someone's row cabin；
The 4th layer is provided with the third layer, layer 5 is provided with described 4th layer, the 4th layer and layer 5 are all provided with
Four cabins are equipped with, peace is provided between the every adjacent cabin of the layer 5 between described 4th layer per adjacent cabin
Full divider wall, the both sides of the vertical load-bearing ddividing wall in described 4th layer are provided with lower floor's station wagon dedicated bay, described
The opposite side of lower floor's station wagon dedicated bay is provided with lower floor's traffic emergent evacuation cabin；Vertical load-bearing point in the layer 5
The both sides for cutting wall are provided with upper strata station wagon dedicated bay；The upper strata station wagon dedicated bay opposite side is provided with upper strata
Traffic emergent evacuation cabin；Described 4th layer is distinguished each setting extremely with the close vertical load-bearing ddividing wall side in the layer 5
Few station wagon dedicated Lanes, the station wagon dedicated Lanes outside respectively set a continous way to stop in emergency respectively
Band；
Layer 6 is provided with the layer 5, layer 6 sets four cabins, set between every adjacent cabin
There is pipe gallery partition wall, the vertical load-bearing ddividing wall both sides are provided with low-risk pipe gallery cabin, and the low-risk is comprehensive
The opposite side for closing piping lane cabin is provided with the reserved cabin of pipe gallery；
Two side bottoms of lower floor's station wagon dedicated bay and upper strata station wagon dedicated bay are provided with continuous anti-
Hit wall (20)；
Described 4th layer uses subsection setup with the vertical load-bearing ddividing wall in layer 5, and is being along the direction at hole
Conveniently detachable vertical load-bearing ddividing wall is provided with the range of 1000 meters ~ 3000 meters of the direction in tunnel；
Pipe gallery partition wall consistency from top to bottom in the second layer and third layer；
The both sides of pipe gallery bearing soleplate in the second layer and first layer and circular cross section concrete shell
Housing pier is provided with crossed node；
It is provided between the bilge tank and rainwater-collecting and interim storage cabin between the rainwater cabin and reserved space
Multiple UNICOM holes, the hole are provided with water door；Connected using concrete ladder；
Between rainwater-collecting and interim storage cabin and people's row cabin of homonymy, and people's row cabin of reserved space and homonymy it
Between multiple communication passages are respectively set, the communication passage is provided with water door；
Between the electric compartment and the single-sided arrangement pipe gallery cabin of homonymy, and the unilateral cloth of combustion gas cabin and homonymy
Put and multiple communication passages are respectively set between pipe gallery cabin；
Multiple communication passages are respectively provided between people's row cabin and single-sided arrangement pipe gallery cabin；People's row cabin of homonymy
Between lower floor's traffic emergent evacuation cabin, and lower floor's traffic emergent evacuation cabin of homonymy and upper strata traffic emergent evacuation cabin
It is respectively provided with multiple communication passages；
Between lower floor's station wagon dedicated bay and lower floor's traffic emergent evacuation cabin, and upper strata station wagon is special
Security isolation wall is respectively provided between cabin and upper strata traffic emergent evacuation cabin, multiple evacuations are provided with the security isolation wall
Door；Egress door has fire-proof function；
Rainwater-collecting and interim storage cabin, reserved space, people's row cabin, lower floor's traffic emergent evacuation cabin, upper strata traffic are tight
Anxious evacuation cabin, low-risk pipe gallery cabin, pipe gallery, which are reserved cabin and be provided with, to be led directly to the emergency evacuation of earth's surface and leads to
Road, and be uniformly distributed；
The rainwater-collecting is handed over interim storage cabin, reserved space, people's row cabin, lower floor's traffic emergent evacuation cabin, upper strata
Logical emergency evacuation cabin is provided with the emergency evacuation passage for leading directly to earth's surface, the rainwater-collecting and interim storage cabin, people
Row cabin, lower floor's traffic emergent evacuation cabin, upper strata traffic emergent evacuation cabin are homogeneously intercommunicated, the reserved space of homonymy, people's row cabin
, lower floor's traffic emergent evacuation cabin, upper strata traffic emergent evacuation cabin it is homogeneously intercommunicated.
As a kind of perferred technical scheme, the circular cross section concrete shell is made of water-proof concrete material,
The external diameter of the circular cross section concrete shell is arranged between 15 m ~ 25m, and thickness be arranged to external diameter 5% ~ 10% it
Between, the circular cross section concrete shell uses assembly flow shop, and fabricated seam crossing is using the ring fissure of displacement and longitudinal direction mistake
Seam；The ring fissure of displacement and longitudinal fissure of displacement carry out water-proofing treatment in seam.
As a kind of perferred technical scheme, the antiseepage protective layer using cement mortar waterproof layer, coil waterproof layer,
Coating waterproof layer, drainage systems waterproof layer, the one or more of bentonite waterproof material waterproofing layer, when using a kind of single
During waterproof layer, using two layers and more than two layers of waterproof type.
As a kind of perferred technical scheme, the passage in the single-sided arrangement pipe gallery cabin is positioned close to integrated pipe
Corridor partition wall side.
As a kind of perferred technical scheme, the pipe gallery bearing soleplate, underground traffic bearing soleplate are using dress
It is assembled with formula concrete component；The pipe gallery bearing soleplate and underground traffic bearing soleplate are using lattice beam channel, T
One kind of ellbeam, horseshoe ellbeam or box beam, using lattice beam channel；The pipe gallery bearing soleplate and underground traffic
One end of bearing soleplate is connected with vertical load-bearing ddividing wall, the pipe gallery bearing soleplate and underground traffic load-bearing bottom
The other end of plate is connected with circular cross section concrete shell.
As a kind of perferred technical scheme, the cross section of the housing pier is arranged to right-angled trapezium, the housing pier
Including narrow end pier bottom seat, wide end pier top face, pier body is faced directly, pier body installs inclined-plane, and the wide end pier top face is arranged on top,
Said narrow end pier bottom seat is arranged on bottom, the width in the wide end pier top face be arranged to 2 ~ 3 times of narrow end pier base width it
Between；The housing pier is made of prefabricated assembled concrete structure.
As a kind of perferred technical scheme, described lattice beam channel includes web, flange plate, circumferential rib, class
Rectangular enclosure, trough plate connecting bolt, some circumferential ribs being provided between two webs, the circumferential rib is uniformly distributed,
The height of the circumferential rib is less than the clear height of web, and the top of the circumferential rib uses with flange plate to be connected；It is described
Class rectangle cavity is provided with circumferential rib, the class rectangle cavity is arranged to rectangle, and circular arc mistake is used at the corner of rectangle
Cross；Connected between two lattice beam channel adjacent webs using trough plate connecting bolt.
As a kind of perferred technical scheme, the natural gas blast resistance construction layer is made of concrete structure, described mixed
Xtah Crude Clay structure adds fiber, and the fiber uses one kind in carbon fiber, steel fibre, glass fibre and polypropylene fibre.
As a kind of perferred technical scheme, the anti-collision wall uses prefabricated assembled assembly.Compared with prior art
Compared with, the beneficial effects of the present invention are：（1）Plan as a whole the planning of all kinds of municipal pipelines, build and management, solve repeatedly excavated pavement,
The problems such as aerial gauze is intensive, pipeline Frequent Accidents；（2）Be advantageous to ensure urban safety, improve city function, beautifying city scape
See, promote the intensive efficient and Transformation Development in city, improve urban carrying capacity and urbanization quality；（3）Be advantageous to
Increase the investment of public product, pull social capital input, make the new power of economic development, become extensive style, stand large flat bread city hair
Exhibition pattern is intensive, solid mode；（4）Break through urban land, air, water source, per capita greenery patches, city space, the energy, ring
The resource environment total amount constraint such as border；（5）Sea, greening are seen to traffic congestion, air dirt, noise pollution, visual pollution, city not
Foot, real estate finance transition, the decline of old town vigor etc. carry out comprehensive improvement, and change made in China is cultivated international into Created in China
Leading high-end industry cluster.
Accompanying drawing
Fig. 1 is six layers of circular traffic, pipe gallery and sponge Urban Underground Complex schematic cross-sectional view of the invention；
Fig. 2 is lattice beam channel schematic cross-sectional view；
Fig. 3 is housing pier schematic cross-sectional view.
In figure：1 is lower floor's station wagon dedicated bay；2 be upper strata station wagon dedicated bay；3 be bilge tank；4 be rainwater cabin；
5 be electric compartment；6 be combustion gas cabin；7 be anti-explosion safety cabin；8 be rainwater-collecting and interim storage cabin；9 be reserved space；10 be people's row
Cabin；11 be single-sided arrangement pipe gallery cabin；12 be lower floor's traffic emergent evacuation cabin；13 be upper strata traffic emergent evacuation cabin；14 are
Low-risk pipe gallery cabin；15 be that pipe gallery reserves cabin；16 be circular cross section concrete shell；17 be antiseepage protective layer；18
For vertical load-bearing ddividing wall；19 be pipe gallery bearing soleplate；20 be underground traffic bearing soleplate；21 be pipe gallery partition wall；
22 be security isolation wall；23 be anti-collision wall；24 be natural gas blast resistance construction layer；25 be housing pier；20-1 is web；20-2 is the wing
Listrium；20-3 is that circumferential rib 20-4 is class rectangle cavity；20-5 is trough plate connecting bolt；25-1 is narrow end pier bottom seat；25-2
For wide end pier top face；25-3 is that pier body is faced directly；25-4 is that pier body installs inclined-plane.
Embodiment
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and the present invention is described in detail embodiment, but not
They can be interpreted as limiting the scope of the present invention.
As shown in Fig. 1 ~ Fig. 3, six layers of circular traffic, pipe gallery and sponge Urban Underground Complex, a kind of six layers of circle
Traffic, pipe gallery and sponge Urban Underground Complex, it is characterised in that：It is small-sized including lower floor's station wagon dedicated bay 1, upper strata
Car dedicated bay 2, bilge tank 3, rainwater cabin 4, electric compartment 5, combustion gas cabin 6, anti-explosion safety cabin 7, rainwater-collecting and interim storage cabin
8th, reserved space 9, people's row cabin 10, single-sided arrangement pipe gallery cabin 11, lower floor's traffic emergent evacuation cabin 12, upper strata traffic emergent evacuation
Cabin 15, circular cross section concrete shell 16, antiseepage protective layer 17, perpendicular is reserved in cabin 13, low-risk pipe gallery cabin 14, pipe gallery
To load-bearing ddividing wall 18, pipe gallery bearing soleplate 19, underground traffic bearing soleplate 20, pipe gallery partition wall 21, security isolation
Wall 22, anti-collision wall 23, natural gas blast resistance construction layer 24, housing pier 25, web 20-1, flange plate 20-2, circumferential rib 20-3, class square
Shape cavity 20-4, trough plate connecting bolt 20-5, narrow end pier bottom seat 25-1, wide end pier top face 25-2, pier body face 25-3, pier body directly
Inclined-plane 25-4 is installed；
The circular cross section concrete shell 16 is provided in round water-proof concrete shell, the circular cross section concrete-shell
Antiseepage protective layer 17 is provided with outside body 16；The cross section vertical axis of the circular cross section concrete shell 16 is provided with vertically
Load-bearing ddividing wall 18；
5 layers of load-bearing level board are set from bottom to top inside the circular cross section concrete shell 16, and lower two layers are set
For pipe gallery bearing soleplate 19, underground traffic bearing soleplate 20 is arranged to middle two layers, the superiors are arranged to pipe gallery and held
Weight bottom plate 19；5 layers of load-bearing level board, vertical load-bearing ddividing wall 18 and circular cross section concrete shell 16 collectively form horizontal stroke
The lattice circular cross section concrete shell of vertical space-load staggeredly；
Bottom inside the circular cross section concrete shell 16 is first layer, and the first layer is provided with two class triangles
Shape cabin, two class triangle cabins are axial symmetry with vertical load-bearing ddividing wall 18, and one is arranged in described two class triangle cabins
Bilge tank 3；Another in described two class triangle cabins is arranged to rainwater cabin 4, sewage pipe is provided with the bilge tank 3
Road, the circular cross section concrete shell of storm sewer, the bilge tank 3 and the surrounding of rainwater cabin 4 is provided with the rainwater cabin 4
16th, vertical load-bearing ddividing wall 18, pipe gallery bearing soleplate 19 are made of water-proof concrete material；
The second layer is provided with the first layer, the second layer is provided with four cabins, set between every adjacent cabin
Be equipped with pipe gallery partition wall 21, the side of the vertical load-bearing ddividing wall 18 is provided with electric compartment 5, the electric compartment 5 it is another
Side is provided with rainwater-collecting and interim storage cabin 8；The opposite side of the vertical load-bearing ddividing wall 18 is provided with combustion gas cabin 6；It is described
Anti-explosion safety cabin 7 is provided with combustion gas cabin 6, the anti-explosion safety cabin 7 may be configured as individually separating cabin, also can be in combustion gas cabin 6
Replaceable explosion-proof hanging plate is set up in inside, and the opposite side in the combustion gas cabin 6 is provided with reserved space 9；
The reserved space 9, rainwater-collecting and circular cross section concrete shell 16, the pipe gallery of the periphery of interim storage cabin 8
Bearing soleplate 19, pipe gallery partition wall 21 are made of water-proof concrete plate material；
Third layer is provided with the second layer, third layer is provided with four cabins, set between every adjacent cabin
Pipe gallery partition wall 21 is equipped with, the vertical both sides of load-bearing ddividing wall 18 are provided with single-sided arrangement pipe gallery cabin 11, the list
The opposite side in side arrangement pipe gallery cabin 11 sets someone's row cabin 10；
The 4th layer is provided with the third layer, layer 5 is provided with described 4th layer, the 4th layer and layer 5 are all provided with
Four cabins are equipped with, peace is provided between the every adjacent cabin of the layer 5 between described 4th layer per adjacent cabin
Full divider wall 22, the both sides of the vertical load-bearing ddividing wall 18 in described 4th layer are provided with lower floor's station wagon dedicated bay 1, institute
The opposite side for stating lower floor's station wagon dedicated bay 1 is provided with lower floor's traffic emergent evacuation cabin 12；Vertically holding in the layer 5
The both sides of weight ddividing wall 18 are provided with upper strata station wagon dedicated bay 2；The opposite side of upper strata station wagon dedicated bay 2 is set
It is equipped with upper strata traffic emergent evacuation cabin 13；Described 4th layer is divided with the close vertical side of load-bearing ddividing wall 18 in the layer 5
At least one station wagon dedicated Lanes are not set respectively, and the station wagon dedicated Lanes outside is each respectively to set a continous way
Stop in emergency band；
Layer 6 is provided with the layer 5, layer 6 sets four cabins, set between every adjacent cabin
There is pipe gallery partition wall 21, the vertical both sides of load-bearing ddividing wall 18 are provided with low-risk pipe gallery cabin 14, the low wind
The opposite side in dangerous pipe gallery cabin 14 is provided with pipe gallery and reserves cabin 15；
Two side bottoms of lower floor's station wagon dedicated bay 1 and upper strata station wagon dedicated bay 2 are provided with continuous anti-
Hit wall (20)；
Described 4th layer uses subsection setup with the vertical load-bearing ddividing wall 18 in layer 5, and is being along the direction at hole
Conveniently detachable vertical load-bearing ddividing wall 18 is provided with the range of 1000 meters ~ 3000 meters of the direction in tunnel；
The consistency from top to bottom of pipe gallery partition wall 21 in the second layer and third layer；
The both sides of pipe gallery bearing soleplate 19 in the second layer and first layer and circular cross section concrete shell
Housing pier 25 is provided with 16 crossed nodes；
Set between the bilge tank 3 and rainwater-collecting and interim storage cabin 8 between the rainwater cabin 4 and reserved space 9
There are multiple UNICOM holes, the hole is provided with water door；
Between rainwater-collecting and interim storage cabin 8 and people's row cabin 10 of homonymy, and people's row cabin 10 of reserved space 9 and homonymy
Between multiple communication passages are respectively set, the communication passage is provided with water door；
Between the electric compartment 5 and the single-sided arrangement pipe gallery cabin 11 of homonymy, and combustion gas cabin 6 and the unilateral cloth of homonymy
Put and multiple communication passages are respectively set between pipe gallery cabin 11；
Multiple communication passages are respectively provided between people's row cabin 10 and single-sided arrangement pipe gallery cabin 11；People's row cabin of homonymy
Between 10 and lower floor's traffic emergent evacuation cabin 12, and lower floor's traffic emergent evacuation cabin 12 of homonymy and upper strata traffic emergent evacuation
Cabin 13 is respectively provided with multiple communication passages；
Between lower floor's station wagon dedicated bay 1 and lower floor's traffic emergent evacuation cabin 12, and upper strata station wagon is special
With security isolation wall 22 is respectively provided between cabin 2 and upper strata traffic emergent evacuation cabin 13, it is provided with the security isolation wall 22 more
Individual egress door；
Rainwater-collecting and interim storage cabin 8, reserved space 9, people's row cabin 10, lower floor's traffic emergent evacuation cabin 12, upper strata traffic
Emergency evacuation cabin 13, low-risk pipe gallery cabin 14, the reserved cabin 15 of pipe gallery, which are provided with, leads directly to the urgent thin of earth's surface
Passage is dissipated, and is uniformly distributed；
The rainwater-collecting and interim storage cabin 8, reserved space 9, people's row cabin 10, lower floor's traffic emergent evacuation cabin 12, upper strata
Traffic emergent evacuation cabin 13 is provided with the emergency evacuation passage for leading directly to earth's surface, the rainwater-collecting and interim storage cabin 8,
People's row cabin 10, lower floor's traffic emergent evacuation cabin 12, upper strata traffic emergent evacuation cabin 13 are homogeneously intercommunicated, the reserved space 9 of homonymy, people
Row cabin 10, lower floor's traffic emergent evacuation cabin 12, upper strata traffic emergent evacuation cabin 13 are homogeneously intercommunicated.
As a kind of perferred technical scheme, the circular cross section concrete shell 16 uses water-proof concrete material system
Into the external diameter of the circular cross section concrete shell 16 is arranged between 15 m ~ 25m, and thickness is arranged to the 5% ~ 10% of external diameter
Between, the circular cross section concrete shell 16 uses assembly flow shop, and fabricated seam crossing uses the ring fissure of displacement and longitudinal direction
The fissure of displacement；The ring fissure of displacement and longitudinal fissure of displacement carry out water-proofing treatment in seam.
As a kind of perferred technical scheme, the antiseepage protective layer 17 using cement mortar waterproof layer, coil waterproof layer,
Coating waterproof layer, drainage systems waterproof layer, the one or more of bentonite waterproof material waterproofing layer, when using a kind of single
During waterproof layer, using two layers and more than two layers of waterproof type.
As a kind of perferred technical scheme, the passage in the single-sided arrangement pipe gallery cabin 11 is positioned close to integrated pipe
The side of corridor partition wall 21.
As a kind of perferred technical scheme, the pipe gallery bearing soleplate 19, underground traffic bearing soleplate 20 use
Assembly concrete component assembly；The pipe gallery bearing soleplate 19 and underground traffic bearing soleplate 20 use lattice flute profile
Beam, tee girder, one kind of horseshoe ellbeam or box beam, using lattice beam channel；The pipe gallery bearing soleplate 19 and underground
One end of traffic bearing soleplate 20 is connected with vertical load-bearing ddividing wall 18, the pipe gallery bearing soleplate 19 and underground traffic
The other end of bearing soleplate 20 is connected with circular cross section concrete shell 16.
As a kind of perferred technical scheme, the cross section of the housing pier 25 is arranged to right-angled trapezium, the housing pier
25, which include narrow end pier bottom seat 25-1, wide end pier top face 25-2, pier body, faces 25-3, pier body installation inclined-plane 25-4, the wide end pier directly
Top surface 25-2 is arranged on top, and said narrow end pier bottom seat 25-1 is arranged on bottom, and the width of the wide end pier top face 25-2 is set
It is set between 2 ~ 3 times of narrow end pier bottom seat 25-1 width；The housing pier 25 is made of prefabricated assembled concrete structure.
As a kind of perferred technical scheme, described lattice beam channel includes web 20-1, flange plate 20-2, annular
Rib 20-3, class rectangle cavity 20-4, trough plate connecting bolt 20-5, are provided with some circumferential rib 20- between two web 20-1
3, the circumferential rib 20-3 is uniformly distributed, and the height of the circumferential rib 20-3 is less than web 20-1 clear height, the circumferential rib 20-
3 top is with flange plate 20-2 using integrated connection；Class rectangle cavity 20-4, the class square are provided with the circumferential rib 20-3
Shape cavity 20-4 is arranged to rectangle, and arc transition is used at the corner of rectangle；Two lattice beam channel adjacent web 20-1
Between use the 20-5 connections of trough plate connecting bolt.
As a kind of perferred technical scheme, the natural gas blast resistance construction layer 24 is made of concrete structure, described
Concrete structure adds fiber, and the fiber uses one kind in carbon fiber, steel fibre, glass fibre and polypropylene fibre.
As a kind of perferred technical scheme, the anti-collision wall 23 uses prefabricated assembled assembly.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (9)
1. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex, it is characterised in that：It is special including lower floor's station wagon
With cabin (1), upper strata station wagon dedicated bay (2), bilge tank (3), rainwater cabin (4), electric compartment (5), combustion gas cabin (6), explosion-proof peace
Full cabin (7), rainwater-collecting and interim storage cabin (8), reserved space (9), people's row cabin (10), single-sided arrangement pipe gallery cabin (11),
Lower floor's traffic emergent evacuation cabin (12), upper strata traffic emergent evacuation cabin (13), low-risk pipe gallery cabin (14), pipe gallery are pre-
Cabin (15), circular cross section concrete shell (16), antiseepage protective layer (17), vertical load-bearing ddividing wall (18), pipe gallery is stayed to hold
Weight bottom plate (19), underground traffic bearing soleplate (20), pipe gallery partition wall (21), security isolation wall (22), anti-collision wall (23), day
Right gas blast resistance construction layer (24), housing pier (25), web (20-1), flange plate (20-2), circumferential rib (20-3), class rectangle cavity
(20-4), trough plate connecting bolt (20-5), narrow end pier bottom seat (25-1), wide end pier top face (25-2), pier body face directly (25-3),
Pier body installs inclined-plane (25-4)；
The circular cross section concrete shell (16) is provided in round water-proof concrete shell, the circular cross section concrete shell
(16) it is outside to be provided with antiseepage protective layer (17)；The cross section vertical axis of the circular cross section concrete shell (16) is provided with
Vertical load-bearing ddividing wall (18)；
The circular cross section concrete shell (16) is internal to set 5 layers of load-bearing level board from bottom to top, and lower two layers are arranged to
Pipe gallery bearing soleplate (19), is arranged to underground traffic bearing soleplate (20) middle two layers, and the superiors are arranged to pipe gallery
Bearing soleplate (19)；5 layers of load-bearing level board, vertical load-bearing ddividing wall (18) and circular cross section concrete shell (16) are altogether
With the lattice circular cross section concrete shell for forming the space-load that transverse and longitudinal is interlocked；
The internal bottom of the circular cross section concrete shell (16) is first layer, and the first layer is provided with two class triangles
Cabin, two class triangle cabins are with vertical load-bearing ddividing wall (18) for axial symmetry, and one is arranged in described two class triangle cabins
Bilge tank (3)；Another in described two class triangle cabins is arranged to rainwater cabin (4), dirt is provided with the bilge tank (3)
Waterpipe, is provided with storm sewer in the rainwater cabin (4), and the circular cross section of the bilge tank (3) and rainwater cabin (4) surrounding mixes
Solidifying soil cursting body (16), vertical load-bearing ddividing wall (18), pipe gallery bearing soleplate (19) are made of water-proof concrete material；
The second layer is provided with the first layer, the second layer is provided with four cabins, is provided between every adjacent cabin
Pipe gallery partition wall (21), the side of the vertical load-bearing ddividing wall (18) are provided with electric compartment (5), the electric compartment (5)
Opposite side is provided with rainwater-collecting and interim storage cabin (8)；The opposite side of the vertical load-bearing ddividing wall (18) is provided with combustion gas
Cabin (6)；Anti-explosion safety cabin (7) is provided with the combustion gas cabin (6), the anti-explosion safety cabin (7) may be configured as individually separating
Cabin, also replaceable explosion-proof hanging plate can be set up inside combustion gas cabin (6), the opposite side of the combustion gas cabin (6) is provided with reserved space
(9)；
The reserved space (9), rainwater-collecting and circular cross section concrete shell (16), the integrated pipe of interim storage cabin (8) periphery
Corridor bearing soleplate (19), pipe gallery partition wall (21) are made of water-proof concrete plate material；
Third layer is provided with the second layer, third layer is provided with four cabins, and synthesis is provided between every adjacent cabin
Piping lane partition wall (21), described vertical load-bearing ddividing wall (18) both sides are provided with single-sided arrangement pipe gallery cabin (11), the one side
The opposite side of arrangement pipe gallery cabin (11) sets someone's row cabin (10)；
The 4th layer is provided with the third layer, layer 5 is provided with described 4th layer, the 4th layer and layer 5 are provided with
Four cabins, described 4th layer per between adjacent cabin the layer 5 per adjacent cabin between be provided with safety every
From wall (22), the both sides of the vertical load-bearing ddividing wall (18) in described 4th layer are provided with lower floor's station wagon dedicated bay (1),
The opposite side of lower floor's station wagon dedicated bay (1) is provided with lower floor's traffic emergent evacuation cabin (12)；In the layer 5
The both sides of vertical load-bearing ddividing wall (18) are provided with upper strata station wagon dedicated bay (2)；The upper strata station wagon dedicated bay
(2) opposite side is provided with upper strata traffic emergent evacuation cabin (13)；Close vertical load-bearing in described 4th layer and the layer 5
Ddividing wall (18) side difference is each to set at least one station wagon dedicated Lanes, and the station wagon dedicated Lanes outside is respectively
Respectively a continous way is set to stop in emergency band；
Layer 6 is provided with the layer 5, layer 6 sets four cabins, integrated pipe is provided between every adjacent cabin
Corridor partition wall (21), described vertical load-bearing ddividing wall (18) both sides are provided with low-risk pipe gallery cabin (14), the low-risk
The opposite side in pipe gallery cabin (14) is provided with pipe gallery and reserves cabin (15)；
Two side bottoms of lower floor's station wagon dedicated bay (1) and upper strata station wagon dedicated bay (2) are provided with continuous anti-
Hit wall (20)；
Described 4th layer uses subsection setup with the vertical load-bearing ddividing wall (18) in layer 5, and is tunnel in the direction along hole
Conveniently detachable vertical load-bearing ddividing wall (18) is provided with the range of 1000 meters ~ 3000 meters of the direction in road；
Pipe gallery partition wall (21) consistency from top to bottom in the second layer and third layer；
The both sides of pipe gallery bearing soleplate (19) in the second layer and first layer and circular cross section concrete shell
(16) housing pier (25) is provided with crossed node；
Between the bilge tank (3) and rainwater-collecting and interim storage cabin (8) between the rainwater cabin (4) and reserved space (9)
Multiple UNICOM holes are provided with, the hole is provided with water door；
Between rainwater-collecting and interim storage cabin (8) and people's row cabin (10) of homonymy, and people's row cabin of reserved space (9) and homonymy
(10) multiple communication passages are respectively set between, and the communication passage is provided with water door；
Between the electric compartment (5) and the single-sided arrangement pipe gallery cabin (11) of homonymy, and combustion gas cabin (6) and the one side of homonymy
Multiple communication passages are respectively set between arrangement pipe gallery cabin (11)；
Multiple communication passages are respectively provided between people's row cabin (10) and single-sided arrangement pipe gallery cabin (11)；People's row cabin of homonymy
(10) between lower floor's traffic emergent evacuation cabin (12), and lower floor's traffic emergent evacuation cabin (12) of homonymy and upper strata traffic it is tight
Anxious evacuation cabin (13) is respectively provided with multiple communication passages；
Between lower floor's station wagon dedicated bay (1) and lower floor's traffic emergent evacuation cabin (12), and upper strata station wagon is special
With being respectively provided with security isolation wall (22) between cabin (2) and upper strata traffic emergent evacuation cabin (13), on the security isolation wall (22)
It is provided with multiple egress doors；
Rainwater-collecting and interim storage cabin (8), reserved space (9), people's row cabin (10), lower floor's traffic emergent evacuation cabin (12), upper strata
Traffic emergent evacuation cabin (13), low-risk pipe gallery cabin (14), pipe gallery reserved cabin (15) are provided with and lead directly to ground
The emergency evacuation passage of table, and be uniformly distributed；
The rainwater-collecting and interim storage cabin (8), reserved space (9), people's row cabin (10), lower floor's traffic emergent evacuation cabin (12),
Upper strata traffic emergent evacuation cabin (13) is provided with the emergency evacuation passage for leading directly to earth's surface, and the rainwater-collecting is with depositing temporarily
Storage cabin (8), people's row cabin (10), lower floor's traffic emergent evacuation cabin (12), upper strata traffic emergent evacuation cabin (13) are homogeneous intercommunicated, together
The reserved space (9) of side, people's row cabin (10), lower floor's traffic emergent evacuation cabin (12), upper strata traffic emergent evacuation cabin (13) are mutually
Connection.
2. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex according to claim 1, its feature exist
In：The circular cross section concrete shell (16) is made of water-proof concrete material, the circular cross section concrete shell
(16) external diameter is arranged between 15 m ~ 25m, and thickness is arranged between the 5% ~ 10% of external diameter, the circular cross section concrete
Housing (16) uses assembly flow shop, and fabricated seam crossing uses the ring fissure of displacement and longitudinal fissure of displacement；The ring fissure of displacement and vertical
To the fissure of displacement water-proofing treatment is carried out in seam.
3. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex according to claim 1, its feature exist
In：The antiseepage protective layer (17) is using cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems waterproof
Layer, the one or more of bentonite waterproof material waterproofing layer, when using a kind of single waterproof layer, use two layers and two layers with
On waterproof type.
4. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex according to claim 1, its feature exist
In：The passage of the single-sided arrangement pipe gallery cabin (11) is positioned close to pipe gallery partition wall (21) side.
5. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex according to claim 1, its feature exist
In：The pipe gallery bearing soleplate (19), underground traffic bearing soleplate (20) use assembly concrete component assembly；It is described
Pipe gallery bearing soleplate (19) and underground traffic bearing soleplate (20) use lattice beam channel, tee girder, horseshoe ellbeam or case
One kind of type beam, using lattice beam channel；The pipe gallery bearing soleplate (19) and underground traffic bearing soleplate (20)
One end is connected with vertical load-bearing ddividing wall (18), the pipe gallery bearing soleplate (19) and underground traffic bearing soleplate (20)
The other end be connected with circular cross section concrete shell (16).
6. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex according to claim 1, its feature exist
In：The cross section of the housing pier (25) is arranged to right-angled trapezium, and the housing pier (25) includes narrow end pier bottom seat (25-1), width
End pier top face (25-2), pier body face (25-3), pier body installation inclined-plane (25-4) directly, and the wide end pier top face (25-2) is arranged on top
Portion, said narrow end pier bottom seat (25-1) are arranged on bottom, and the width of the wide end pier top face (25-2) is arranged to narrow end pier bottom
Between 2 ~ 3 times of seat (25-1) width；The housing pier (25) is made of prefabricated assembled concrete structure.
7. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex according to claim 5, its feature exist
In：Described lattice beam channel includes web (20-1), flange plate (20-2), circumferential rib (20-3), class rectangle cavity (20-
4), trough plate connecting bolt (20-5), some circumferential ribs (20-3), the circumferential rib are provided between two webs (20-1)
(20-3) is uniformly distributed, and the height of the circumferential rib (20-3) is less than the clear height of web (20-1), the circumferential rib (20-3)
Top is with flange plate (20-2) using integrated connection；Class rectangle cavity (20-4) is provided with the circumferential rib (20-3), it is described
Class rectangle cavity (20-4) is arranged to rectangle, and arc transition is used at the corner of rectangle；The adjacent abdomen of two lattice beam channels
Connected between plate (20-1) using trough plate connecting bolt (20-5).
8. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex according to claim 1, its feature exist
In：The natural gas blast resistance construction layer (24) is made of concrete structure, and the concrete structure adds fiber, the fiber
Using one kind in carbon fiber, steel fibre, glass fibre and polypropylene fibre.
9. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex according to claim 1, its feature exist
In：The anti-collision wall (23) uses prefabricated assembled assembly.
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| CN201610449616.6A CN106013225B (en) | 2016-06-21 | 2016-06-21 | Six layers of circular traffic, pipe gallery and sponge Urban Underground Complex |
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| CN108005109B (en) * | 2016-10-31 | 2020-09-22 | 浙江鑫宙竹基复合材料科技有限公司 | Can hold compound utility tunnel of bamboo of polymorphic type pipeline |
| CN108018875B (en) * | 2016-10-31 | 2020-09-22 | 浙江鑫宙竹基复合材料科技有限公司 | Structure that embedded supporting member and piping lane were assembled for piping lane |
| CN108018876B (en) * | 2016-10-31 | 2020-05-19 | 浙江鑫宙竹基复合材料科技有限公司 | Compound utility tunnel of bamboo |
| CN106837350B (en) * | 2017-01-13 | 2018-10-12 | 沈阳建筑大学 | The interflow of class rectangle shield machine construction is regulated and stored moldeed depth layer tunnel |
| CN107142963A (en) * | 2017-06-29 | 2017-09-08 | 浙江鑫宙竹基复合材料科技有限公司 | Piping lane inner supporting structure and the compound piping lane of bamboo with the supporting construction |
| CN107326926A (en) * | 2017-07-26 | 2017-11-07 | 天津大学 | A kind of city emergency drainage system with rapid transit and underground pipe gallery function |
| CN107387157A (en) * | 2017-09-10 | 2017-11-24 | 沈阳建筑大学 | A kind of buried large-scale anti-war ball-type Dungeon of taking precautions against natural calamities |
| CN109339197A (en) * | 2018-11-07 | 2019-02-15 | 孙孝仁 | The masonry construction and method of town and country lavatory water, sewage and sleet water are administered in a kind of classification |
| CN111321756A (en) * | 2018-12-13 | 2020-06-23 | 中冶京诚工程技术有限公司 | Comprehensive pipe gallery with comprehensive support |
| CN110468875A (en) * | 2019-08-05 | 2019-11-19 | 中铁第五勘察设计院集团有限公司 | City integrated piping lane |
| CN111733877A (en) * | 2020-07-03 | 2020-10-02 | 中国人民解放军陆军工程大学 | Anti-gas explosion's utility tunnel |
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Effective date of registration: 20201104 Address after: 074200 yujinglanwan community, Yi County, Baoding City, Hebei Province Patentee after: Hebei senkuo Construction Engineering Co., Ltd Address before: 110168 Liaoning province Shenyang Hunnan Hunnan Road No. 9 Patentee before: SHENYANG JIANZHU University |